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S.No. Item Qty. Unit Rate In Rs. Amount

1Extra for random rubble masonry with hard stone in superstructure above

plinth level and upto two stories 1.00 Cum. 3812.00 3812.00

2Extra for coursed rubble masonry with hard stone (first or second

sort) in superstructure above plinth level and upto two stories. 1.00 Sqm. 607.00 607.00

3

Half brick masonry with FPS bricks of class designation 75 in

superstructure above plinth level upto two stories. Cement mortar 1:4 (1

cement :4 coarse sand) 1.00 Sqm. 528.00 528.00

4

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

20mm nominal size stone aggregate) finished with a floating coat of neat

cement including cement slurry, but excluding the cost of nosing of steps

etc. complete 40mm thick 1.00 Sqm. 292.00 292.00

5

Cement plastering including T&P, scaffolding, material and complete

labpour, including cost of water, curing, racking of joints etc. with 12 mm

cement plaster finished with a floating coat of neat cement of mix :1:4 (1

cement : 4 fine/ coarse sand) 1.00 Sqm. 186.00 186.00

6Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine

sand) Flush/ Ruled pointing 1.00 Sqm. 141.00 141.00

7

Providing and fixing 1st quality standard white, grey, ivory, fume red brown,

light green, light blue and other light shades glazed tiles confirming to IS :

13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars

etc. laid on a bed of neat cement slurry finished with flush pointing in the

white cement mixed with pigment to match the shade of the tile complete

(excluding the cost of cement plaster on walls and pillar).1.00 Sqm. 679.00 679.00

8

Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm

confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory,

fume red brown, light green, light blue and other light shades in floors,

steps, pillars etc. laid on a bed of neat cement slurry finished with flush

pointing in the white cement mixed with pigment to match the shade of the

tile complete (including the cost of cement mortar bed 1:4).1.00 Sqm. 660.00 660.00

9Providing and applying plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even and smooth complete 1.00 Sqm. 126.00 126.00

Earnest Money : Rs. ………..

Date of Receipt :- CR No. …………… Dated. …….

Copy issued to M/s ……

JODHPUR NAGAR NIGAM, JODHPUR

PART - ( A ) CIVIL WORK

NAME OF WORK - Reparing / Mantinance work in nagar nigam office building ON ANNUAL

RATE CONTRACT BASES

G-SCHEDULE

NIT No. ………….. date …………… Sr No. ……..

Last Date of Sale :-

10

Distempering with oil bound washable distemper of approved brand and

manufacture to give an even shade New work (two or more coats) over

and including priming coat with cement primer. 1.00 Sqm. 86.00 86.00

11Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade Two or more coats on new work 1.00 Sqm. 69.00 69.00

12

Steel work welded in built up sections/ framed work including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.In gratings, frames, guard bar,

ladder, railings, brackets, gates and similar works1.00 Kg. 87.50 87.50

13

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm

angle iron and 3mm M.S. gusset plates at the junctions and corners, all

necessary fittings complete, including applying a priming coat of approved

steel primer. Using flats 30x6mm for diagonal braces and central cross

piece. 1.00 Sqm. 2680.00 2680.00

14

Providing and fixing factory made ISI marked steel glazed doors,

windows and ventilators side /top /centre hung with beading and all

members such as F7D, F4B, K11 B and K12 B etc. complete of

standard rolled steel sections, joints mitred and flash butt welded

and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long,

embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal

size) or with wooden plugs and screws or rawl plugs and screws or

with fixing clips or with bolts and nuts as required, including

providing and fixing of hinges, pivots, float glass panes with glazing

clips and special metal sash putty of approved make and a priming

coat of approved steel primer excluding the cost of metal beading

and other fittings except necessary hinges or pivots complete as per

approved design.1.00 Sqm. 3040.00 3040.00

15

Providing and fixing GI wire gauge of average width of aperture 1.56mm

with wire of 0.45mm to existing steel door, window shutter frames with

necessary M.S. strip beading 20x3mm with suitable screw at not exceeding

150mm distance etc. complete. 1.00 Sqm. 495.00 495.00

16Providing and fixing M.S. round or square bars with M.S. flats at required

spacing in wooden frames of windows and clerestory windows 1.00 Kg. 61.50 61.50

17

Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick

over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) or slab

in wal, steps, pillars, counters, jambs, shelves, sills etc laid over 12mm

(Av.) thick base of CM 1:3 (1 cement : 3 coarse sand), jointing with white

cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match

the shade of the marble slab including grinding, rubbing and polishing

complete.Makrana 'Adanga'. 1501 Cm2 to 3600 Cm2 Tiles1.00 Sqm. 1520.00 1520.00

18 Aluminium hanging floor door stopper with twin rubber & stopper1.00 Each 27.00 27.00

19 Hydraulic door closer tubular type Aluminium section body 1.00 Each 900.00 900.00

Providing and fixing aluminium handles ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or

dyed to required colour or shade with necessary screws etc.

complete : 125 mm 1.00 Each 52.50 52.50

100 mm 1.00 Each 46.00 46.00

20

21

Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with PVC/ neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in charge . (Cost of

aluminium snap beading shall be paid in basic

item) : With float glass panes of 4.0 mm thickness 1.00 Sqm. 741.00 741.00

22

Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with

pigment to match the shade of the slab including rubbing and

polishing complete with base of cement mortar 1 : 4 (1 cement : 4

coarse sand) : Area of each slab 900 to 2000 sqcm 1.00 Sqm. 1020.00 1020.00

23 A

Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/

appropriate Z sections and other sections of approved make

conforming to IS: 733 and IS: 1285, fixed with rawl plugs and screws

or with fixing clips, or with expansion hold fasteners including

necessary filling up of gaps at junctions, at top, bottom and sides

with required PVC/neoprene felt etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap beading for glazing /

panelling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge.

(Glazing and panelling to be paid for separately) :For fixed portion.

Anodised aluminium (anodised transparent or dyed to required

shade according to IS: 1868, Minimum anodic coating of grade AC

15) 1.00 Kg. 357.00 357.00

23BPowder coated aluminium (minimum thickness of powder coating 50

micron 1.00 Kg. 383.00 383.00

23C

For shutters of doors, windows & ventilators including providing and fixing

hinges/ pivots and making provision for fixing of fittings wherever required

including the cost of PVC / neoprene gasket required (Fittings shall be paid

for separately).Anodised aluminium (anodised transparent or dyed to

required shade according to IS: 1868, Minimum anodic coating of grade

AC

15) 1.00 Kg. 383.00 383.00

23DPowder coated aluminium (minimum thickness of powder coating 50

micron1.00 Kg. 409.00 409.00

24

Providing and fixing 12mm thick Pre-laminated particle board flatpressed

three layer or graded wood particle board conforming to IS:

12823 Grade l Type ll, in panelling fixed in aluminium doors,

windows shutters and partition frames with C.P. brass / stainless

steel screws etc. complete as per architectural drawings and

directions of engineer-in-charge. Pre-laminated particle board with

decorative lamination on both sides. 1.00 Sqm. 892.00 892.00

25

Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with PVC/ neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in charge . (Cost of

aluminium snap beading shall be paid in basic

item) :

With float glass panes of5.50 mm thickness 1.00 Sqm. 981.00 981.00

26

Providing and fixing double action hydraulic floor spring of approved brand

and manufacture IS : 6315 marked, for doors including cost of

cutting floors as required, embedding in floors and cover plates with

brass pivot and single piece M.S. sheet outer box with slide plate

etc. complete as per the direction of Engineer-in-charge.

With stainless steel cover plate1.00 Each 1410.00 1410.00

27

Providing and fixing powder coated aluminium work (minimum thickness of

powder coating 50 micron) consisting of tee/ angle

sections, of approved make conforming to IS : 733 in frames of false

ceiling including aluminium angle cleats with necessary C.P. brass/

stainless steel sunk screws, aluminium perimeter angles fixed to wall

with rawl plugs @ 450 mm centre to centre and fixing the frame work

to G.I. level adjusting hangers 6 mm dia. with necessary cadmium

plated machine screws all complete as per approved architectural

drawings and direction of the Engineer-in-charge (level adjusting

hangers, ceiling cleats and expansion hold fasteners to be paid for

separately

1.00 Kg. 501.00 501.00

28

Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone

work by providing weather silicon sealant over backer rod of approved

quality as per architectural drawings and direction of

Engineer-in-charge complete.Upto 5mm depth and 5 mm width 1.00 MTR 44.50 44.50

29

Providing and fixing double glazed hermetically sealed glazing in aluminium

windows, ventilators and partition etc. with 6 mm thick

clear float glass both side having 12 mm air gap including providing

EPDM gasket, perforated aluminium spacers, desiccants, sealant

(Both primary and secondary sealant ) etc. as per specifications,

drawings and direction of Engineer-in-charge complete. 1.00 Sqm. 3280.00 3280.00

30

Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm

thick & 2100 mm long with SS screws etc .complete as per

direction of Engineer-in-Charge.

Anodized (AC 15 ) aluminium tubular handle bar 1.00 Each 523.00 523.00

31

Providing and fixing 100mm brass locks (best make of approved quality)

for aluminium doors including necessary cutting and making

good etc. complete. 1.00 Each 325.00 325.00

32

Providing and fixing anodised aluminium (anodised transparent or dyed to

required shade according to IS : 1868. Minimum anodic

coating of grade AC 15) sub frame work for windows and ventilators

a with extruded built up standard tubular sections of approved make

conforming to IS: 733 and IS : 1285 fixed with rawl plugs and

stainless steel screws etc. 1.00 Kg. 367.00 367.00

33

Providing fixing aluminium round shape handle of outer dia 100mm with SS

screws etc. Complete as per direction of Engineer-in-charge

Anodized (AC 15 ) aluminium 1.00 Each 66.50 66.50

34

Providing fixing aluminium casement windows fastener of required length

for aluminium windows with necessary screws etc. complete.

Anodized (AC 15) aluminium 1.00 Each 55.50 55.50

27834.00

Providing and fixing G.I. pipes complete with G.I. fittings and clamps,

including cutting and making good the walls etc.Internal work - Exposed on

wall (a) 15mm dia nominal bore 1.00 Mtr. 199.00 199.00

( b) 25mm (---do---) 1.00 Mtr. 292.00 292.00

2Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc External work :25 mm dia. nominal bore 1.00 metre 243.00 243.00

3

Providing and fixing white vitreous china wash basin including

making all connections but excluding the cost of fittings Flat back wash

basin of size 630x450mm 1.00 Each 921.00 921.00

4

Providing and fixing white vitreous china flat back or wall corner type lipped

front urinal basin of 430x260x350mm and 340x410x265mm sizes

respectively. 1.00 Each 947.00 947.00

5

Providing and fixing water closet squatting pan (Indian type W.C.

pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white

P.V.C. flushing cistern with manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and fixtures complete

including cutting and making good the walls and floors wherever

required White Vitreous china Orissa pattern W.C. pan of size 580x440mm

with integral type foot rests.1.00 Each 3570.00 3570.00

6

Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 10 litre low level white

P.V.C. flushing cistern with manually controlled device (handle

lever), conforming to IS : 7231, with all fittings and fixtures complete

including cutting and making good the walls and floors wherever

required W.C. pan with ISI marked white solid plastic seat and lid 1.00 Each 3450.00 3450.00

7

Providing and fixing P.V.C. low level flushing cistern with manually

controlled device (handle lever) conforming to IS : 7231, with all

fittings and fixtures complete. 10 litre capacity - White 1.00 Each 855.00 855.00

8Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings complete. Flexible pipe 32 mm dia 1.00 Each 53.50 53.50

9

Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers

complete 1.00 Each 816.00 816.00

10

Providing and fixing PTMT towel ring trapezoidal shape 215mm

long, 200mm wide with minimum distances of 37mm from wall face

with concealed fittings arrangement of approved quality and colour.

Weighing not less than 88 gms. 1.00 Each 183.00 183.00

11

Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fitting

arrangement of approved quality and colour. 1.00 Each 390.00 390.00

PART - ( B ) SANITARY WORK

1

TOTAL

12Providing and fixing brass bib cock of approved quality :15 mm nominal

bore 1.00 Each 215.00 215.00

13Providing and fixing brass stop cock of approved quality 15 mm nominal

bore 1.00 Each 240.00 240.00

14Providing and fixing PTMT pillar cock of approved quality and colour 15mm

nominal bore, 107mm long. Weighing not less than 110 gms. 1.00 Each 168.00 168.00

15

P&F Inlet Connection (Angle, Valves) Superior quality, of approved

make for Wash basin, Gyser etc.C.P. Inlet connection 15mm. brass (IS

8931 marked) 1.00 Each 316.00 316.00

16

P & F PVC storage Tank confirming to (IS : 12701/89) Standards of

approved make with cover, 25mm dia 1M long G.I. over flow pipe & 25cm.

Long wash out pipe with plug & socket. Including making connection etc.

complete of approved design 1000 (litres capacity) 1.00 Each 6900.00 6900.00

17Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) 25 mm nominal bore 1.00 Each 497.00 497.00

18

Providing and fixing PTMT Ball cock of approved quality, colour and make

complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic

ball.15 mm nominal bore, 105 mm long. Weighing not less than 138 gms.1.00 Each 153.00 153.00

Providing and fixing on wall face Unplasticised Rigid PVC Single socketed

pipes rain water pipes conforming to IS : 13592 Type A including jointing

with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal

expansion (a) 110 mm dia 1.00 Mtr. 253.00 253.00

(b) 75 mm dia 1.00 Mtr. 155.00 155.00

20

Providing and fixing Unplasticised -PVC pipe clips of approved design to

Unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood

plugs, screwed with M.S. screws of required length including cutting brick

work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and

making good the wall etc. complete.1.00 Each 173.00 173.00

21

Providing and fixing on wall face Unplasticised - PVC moulded fittings/

accessories for Unplasticised Rigid PVC rain water pipes conforming to IS

: 13592 Type A including jointing with seal ring conforming to IS : 5382

leaving 10 mm gap for thermal expansion.Coupler 110mm dia1.00 Each 152.00 152.00

21141.50

48975.50Grand Total

19

TOTAL

EXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.

I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.

_

(Signature of Contractor)

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Terms and Condition :-

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NIT No. ………….. date …………… Sr No. ……..

Last Date of Sale :- Earnest Money : Rs. ………..



Sno Particulars Qty Unit Rate Amount

1 Providing and laying in position cement concrete including curing

compaction etc. of specified grade excluding the cost of centering and

shuttering All up to plinth level IS 456-2000:1:4:8 (1Cement :4 Course

Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken)58.00 Cum 2755 159790

2 Marble stone flooring table rubbed, 18-20 mm thick over 20 mm (Av.)

thick base of CM 1:4 (1-Cement:4-coarse sand) jointing with white

cement mortar 1:2 (1-White cement:2-marble dust) with pigment to

match the shade of the marble slab including grinding rubbing and

polishing complete IS 1130-1969.Rajnagar Istquality .Size 600x600580.00 Sqm 1091 632780

3 Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded

stone aggregate) rounding off edges etc. but excluding the cost of nosing

of steps etc. complete IS 2571-1970 :50 mm thick with 20 mm thick

nominal size aggregate.600 Sqm 281 168600

6 Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-

Sand) :Deep grooved pointing150 Sqm 105 15750

7 Providing and fixing Granite stone slab mirror polished and

machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters.

Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3

jointing with white cement mortar 1:2 (1 white cement: 2 marble

dust) with pigment to match the shade of the marble slab

complete including grinding, rubbing and polishing of IS 3316-

1974 :Green/Black/Other granite Size 801 to 1500 Cm2

128 Sqm 1826 233728

1210648

PART-B (GROUND FLOOR AREA EXCLUDING KITCHEN AND DINING HALL)

Providing and laying in position cement concrete including curing

compaction etc. of specified grade excluding the cost of centering and

shuttering All up to plinth level IS 456-2000:1:4:8 (1Cement :4 Course

Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken)131 Cum 2755 360905

1 Marble stone flooring table rubbed, 18-20 mm thick over 20 mm (Av.)

thick base of CM 1:4 (1-Cement:4-coarse sand) jointing with white

cement mortar 1:2 (1-White cement:2-marble dust) with pigment to

match the shade of the marble slab including grinding rubbing and

polishing complete IS 1130-1969.Rajnagar Istquality .Size 600x6001310 Sqm 1091 1429210

1790115

3000763

Total B

Total (A+ B)

NAME OF WORK- Flooring work in kitchen ,dining area and ground floor in newly

under construction MBM girls hostel in collage hostel compound.

JODHPUR NAGAR NIGAM

G-SCHEDULE

Total A

PART-A (KITCHEN AND DINING HALL)




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I/We hereby agree to do the above work @ ___________

Above/below the "G" Schedule.

Name _______________

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EXECUTIVE ENGINEER

NIT No. ………….. date …………… Sr No. ……..




S.No. Item No. L B H Qty. UnitRate in

Rs.Amount

1

Dismantling of existing structures like culverts,

bridges, retaining walls, CC road and other

structure comprising of masonry, cement

concrete, wood work, steel work, including T&P

and scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable

material and stacking the serviceable material

with all lifts and lead of 50 metres as directed by

Engineer.Lime Concrete, cement concrete grade

M-10 (1:5:10) and below

1 200 5 0.2 200 cum 264 52800

2

Earth work in excavation for roadway, including

trimming bottom and side slopes in accordance

with requirement of line, grades and cross

sections, including disposal of surplus material

with all lift and lead upto 1000 metre as per

MoRT&H specification clause 301.In all type of

soil

1.00 200.00 5.00 0.30 300.00 cum 145.00 43500.00

3

Providing and laying in position cement concrete

of specified grade excluding the cost of centring

and shuttering - All work upto plinth

level :

OFFICE OF THE NAGAR NIGAM, JODHPUR

G-SCHEDULE

Name of work:- Interlocking tile work at various places in city consistency jodhpur

a1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded

stone aggregate 40

mm nominal size).

1.00 490.00 5.00 0.10 245.00 cum 3360.00 823200.00

4

Providing and fixing of precast concrete

interlocking tiles of desired shape of M 30 grade

manufactured from fully computerized automatic

stationery hydraulic viebro pressed machine and

fully computerized automatic batching plant of

class A1/A2 as per BS 6717:2001. The CC

interlocking paving blocks be laid on average

50mm. thick bed of coarse sand and the joint is to

be filled with fine sand. Laying procedure on

compacted sub-base as defined. Complete job is

to be executed as per the instruction of Enginee

incharge. The rates to be inclusive of all lead &

Lifts etc. complete as per specifications. Tensile

splitting strength, abrasion and braking load etc.

as per BS 6717:2001, Grey cement. 80mm thick

1.00 390.00 5.00 1950.00 sqm 578.00 1127100.00

5

Providing and fixing of 60mm thick precast

cement concrete interlocking paver block casted

with rubber moulds in approved reflective colour

and design having minimun compressive strength

of 300 kg/ sq cm. The CC paving blocks be laid

on average 50mm thick bed of coarse sand and

the joint is to be filled with fine sand. Laying

procedure on compacted sub-base as defined.

Complete job is to be executed as per the

instruction of Engineer incharge. The rates to be

inclusive of all lead & Lifts etc. complete as per

specifications.

1.00 100.00 5.00 500.00 sqm 641.00 320500.00

6

Providing and fixing precast cement concrete M-

20 grade (Using mechanical Concrete Mixer) kerb

stone top and bottom width 115 and 165 mm

respectively, 250 mm high on 150 mm thick PCC

M-10 grade foundation as per design, including

fixing at site as per clause 408 of MoRT&H

Specification including all material, labour,

machinery, lighting, guarding and maintenance of

diversion.

1.00 350.00 350.00 metre 254.00 88900.00

7Carriage of Materials by mechanical transport

including loading, unloading and stacking ::10km1.00 360.00 5.00 0.30 540.00 cum 81.00 43740.00

2499740.00




Grand Total

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7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A

10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A


EXECUTIVE ENGINEER


Name _______________

I/We hereby agree to do the above work @ ___________ Above/below

the "G" Schedule.

8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A

S.No. Item Qty. Unit Rate In Rs. Unit Amount

1 Earth work in excavation by mechanical means

(Hydraulic Excavator)/ manual means in

foundation trenches or drains (not exceeding 1.5

m in width or 10 sqm on plan) including dressing

of sides and ramming of bottoms, lift upto 1.5 m,

including taking out the excavated soil and

depositing and refilling of jhiri with watering &

ramming and disposal of surplus excavated soil

as directed with in a lead of 50 meter. All kinds

of soils 50.00 Cum. 159.00 Cum. 7950.00

2 Providing & laying in position cement concrete

including curing, compaction etc. complete using

stone aggregate 40mm nominal size in

foundation plinth, excluding the cost of

shuttering using 1:4:8 (1Cement :4 Course Sand

:8 Graded stone aggregate 40 mm nominal size

(Crusher Broken) 20.00 Cum. 2396.00 Cum. 47920.00

3 Random Rubble stone masonry for foundation

and plinth in Cement Sand mortar above 30CM

thick wall in:

Cement Mortar 1:6 (1 cement : 6 sand) 35.00 Cum. 2506.00 Cum. 87710.00

4 R.R. stone masonry for superstructure above

plinth level one storey height above 30 cm. thick

walls in: Cement Mortar 1: 6 (1 cement :6 sand)

60.00 Cum. 3012.00 Cum. 180720.00

5 Pillar masonry including bed plates as per

specifications. Bed plate to be paid separately.

4.00 Cum. 349.00 Cum. 1396.00

6 Extra for facing as per design and detailed

specifications including additional cost of stones

over item No. for :Course rubble facing First

sort.156.00 Sqm. 280.00 Sqm. 43680.00

7 Extra for facing as per design and detailed

specifications including additional cost of stones

over item No. for :Course rubble facingSecond

sort.85.00 Sqm. 197.00 Sqm. 16745.00

8 Add extra for rock facing with proper projection

and chisel 2 line dressing and building corners

and jambs etc. incl. Uniform joints for 15cm to

20 cm thick courses excl. c.r. facing. 27.09 Sqm. 203.00 Sqm. 5498.26

9 Supplying and fixing Soorsagar Bhura or

equivalent ashlar sills, lintels and dassa,

bearing, bed & top surface made perfectly

even, jambs, skiriting steps etc. rough

dressed :Upto 15 cm. thick.7.00 Cum. 4040.00 Cum. 28280.00

10 Supplying and fixing 7 to 10 cm. Soorsagar or

equivalent stone chaps in lime mortar or

gypsum rough dressed more than 0.60m.

Length. 3.24 Sqm. 247.00 Sqm. 800.28

11 Providing and laying in position specified grade

of reinforced cement concrete including curing,

compaction, finishing with rendering in cement

sand mortar 1:3 (1 cement : 3 coarse sand) and

making good the joints excluding the cost of

centering shuttering and reinforcement for

suspended floors, roofs griders, cantilevers,

staricases, landings, balconies, bands, coping,

bed plates, anchor blocks, sill and beams etc.

upto 4.5 mtr.height above plinth level 1:1.5:3

12.00 Cum. 4212.00 Cum. 50544.00

OFFICE OF NAGAR NIGAM JODHPUR

ESTIMATE

NAME OF WORK -: DEVELOPMENT WORK AT BABA RAMDEV MANDIR IN MADHUBAN MARKET.


12 Centering and shuttering with plywood or steel

shetts including strutting, propping bracing both

ways with wooden members and removal of

formwork for superstructure up to 4.5 Mtr.

Above plinth for. Suspended floors, roofs

landings starcases, balconies, girders,

cantilevers, bands, coping bed plates, anchor

blocks, sills, chhajjas etc.60.00 Sqm. 231.00 Sqm. 13860.00

13 Providing & fabricating steel reinforcement for

R.C.C. work including cutting, bending, placing

in position and binding complete including cost

of binding wire in foundation, Raft footing step

Beams base of column etc. upto plinth level Hot

rolled deformed (IS : 1139)

1200.00 Kg. 60.00 Kg. 72000.00

14 Cement concrete flooring grade 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone aggregate)

rounding off edges etc. but excluding the cost of

nosing of steps etc. complete 50mm thick with

20mm thick nominal size aggregate.

15.00 Sqm. 244.00 Sqm. 3660.00

Supplying and fixing stone liri in CM 1:4

work facing with proper projection and

chiesel dressing of edges of stone two line

dressing of building corners, jambs etc.

including uniform joints using aluminium

square section of size 12 mm to 15 mm as

per requirement of course and width of

stone not less than 12 Cm., with requisite

humber headers (minimum length of stone

0.9 M) 14 cm (5.5")thick. 40.00 Sqm. 1734.00 p.sqm 69360.00

15 Plaster on new surface on walls in cement sand

mortar 1:4 including racking of joint etc.

complete fine finished : 20mm thick 400.00 Sqm. 145.00 Sqm. 58000.00

16 Deep groove pointing on stone masonry in white

cement sand mortar (1:3) with colour pigment of

approved shade for all type of masonry incl.

racking of joint as per specification complete in

all respect. 70.00 Sqm. 125.00 Sqm. 8750.00

17 Pointing on stone masonry in cement sand

mortar 1:3 (1 cement : 3sand) Deep grooved

pointing.120.00 Sqm. 91.00 Sqm. 10920.00

18 Providing and laying Ceramic glazed floor tiles

300x300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS :

15622 of approved make in all colours, shades,

except White, Ivory, Grey, Fume Red Brown laid

on 20mm thick bed of Cement Mortar 1:4 (1

Cement : 4 Coarse sand) including pointing the

joints with white cement and matching pigments

etc., complete.80.00 Sqm. 776.00 Sqm. 62080.00

19 Cement concrete flooring grade 1:2:4 (1-

Cement:2-Coarse sand:4-graded stone

aggregate) rounding off edges etc. but excluding

the cost of nosing of steps etc. complete IS

2571-1970 :75 mm thick with 20 mm thick

nominal size aggregate.100.00 Sqm. 323.00 Sqm. 32300.00

20 Distempering with oil bound washable

distemper of approved brand and

manufacture to give an even shade

including all scaffolding :New work (two or more

coats) over and including scraping & priming

coat with distemper primer. 175.00 Sqm. 58.00 Sqm. 10150.00


21 Colour washing of all shades to give and even

shade including all scaffolding New work ( tow or

more coats) with a base coat of whiting.

300.00 Sqm. 10.80 Sqm. 3240.00

22 Painting with enamel paint of approved brand

and manufacture to give an even shade. Two or

more coats on new work.78.00 Sqm. 47.00 Sqm. 3666.00

23 Providing and fixing steel gate grating and grills

made of angles, tees, square bars or other flats

black pipe with holdfast and fittings complete as

per design and drawing including cutting welding

and fabrication with priming coat of red oxide.

580.00 Kg. 77.00 Kg. 44660.00

24 Providing and fixing MS sheet Double leaf door

shutter in anble iron frame 35x35x5cm

suitablility diagonally braced with 25x3mm flat

iron above and below lock bad of size 50x5mm

beading extra including all fittings. As per

direction of Engg. In charge but excluding cost

of chowkhats including two coats of anitcorrastic

red oxide primer paint M.S. sheet 20 SWG

15.50 Sqm. 2290.80 Sqm. 35507.40

25 Supplying and fixing fixed wire gauge of 14

mesh x 24 gauge of the metal frame of rolled

section by metal beading 20x3mm with suitable

screw at not exceeding 150mm distance. 10.00 Sqm. 476.00 Sqm. 4760.00

26 Providing and fixing square bars or other flat

wleded to window, ventilators etc. 22.50 Kg. 65.00 Kg. 1462.50

27 Filling in plinth with locally available river

shingle under floors including watering

ramming consolidating and dressing

complete cost of shingle sand 10.05 Cum. 387.00 Cum. 3889.35

28 Providing and fixing 30 to 40 mm thick stone

chajjas in cement sand mortar 1:4 including

making gola at junction with wall in cement

concrete M-15 grade (1:2:4 nominal mix), drip

course 20 mm thick plastering in CM 1:6 on both

faces.2.00 Sqm. 572.00 Sqm. 1144.00

Supply & fixing of stainless steel pipe

railing for ramp railing height, 90 cm. with

40 mm dia stainless steel pipe with 18 gauge

with drop (vertical post) at 90 cm. C/C and

intermidiate horizontal pipe with suitable

height of same size and gauge with

coupling, grinding and polishing & fix of

master pieces as per required point as per

approved design of Engineer incharge. 25.00 Mtr. 2493.00 p.mtr 62325.00

29 Wiring for Light/fan point/exhaust fan point/call

bell point with 1.5 sqmn FR PVC insulated

usheathed flexible copper conductor 1.1 kv

grade and 1.5 sqmn FR PVC insulated

unsheathed flexible copper earth conductor 1.1

kv grade (IS : 694) for appd. Make in

surface/recessed ISI marked medium duty PVC

conduit & it's accessories, round tiles, 18 SWG

m.s box with earthing terminal, 6A switch,

3.0mm thick phenolic laminated sheet. zinc (a) Short point (upto 3 mtr. 15.00 Point 188.50 Point 2827.50

(b) Medium point (upto 6 mtr.) 8.00 Point 334.00 Point 2672.00

(c ) Long point (upto 10 mtr.) 8.00 Point 489.50 Point 3916.00


30 Wiring for 3 pin 5 amp plug point 1.5 sqmn PVC

insulated aluminium conductor cable (IS : 694)

of cat. II appd. Make in 16 SWG surface steel

conduit pipe including laying of bare aluminium

conductor of size 2.24mm dia conduit fittings

switch, 5 Amp. 3 pin socket 18 SWG sheet

metal bakelite base, making connection etc. as

required.On Borard.

2.00 Point 69.00 Point 138.00

31 S&F of power plug point accessories on 18

SWG metal box of size 175 x 100x 60 mm on

surface or in recessed with suitable size

phenolic laminated sheet cover including cost of

6 pin 16 amp. Switch and socket outlet making

connection , testing , etc. as required

2.00 Point 140.00 Point 280.00

32 Supplying and drawing for PVC insulated &

unsheathed flexibel copper conductor ISI

marked (IS : 694) of 1.1 KV grade nad approved

conduit/casing capping including making

connection etc. as required.

2 x 1.5 Sqmn. 70.00 Mtr. 21.00 Mtr. 1470.00

2 x 4 sqmn. 25.00 Mtr. 46.50 Mtr. 1162.50

33 S&F following sizes (dia) of ISI marked meduim

duty PVC conduit along with accessories in

surface / recessed using saddles , clamps,

fastener as required including cutting the wall

and making good the same as required . 25 mm

125.00 Mtr. 29.00 Mtr. 3625.00

34 P & F surface / recesse type 10 mm thick Teak

wood board duly antitermite treated , varnished

and fixed by using gutties / PVC fasteners of

following size as required . 250mm x 300mm

1.00 Nos. 33.00 Nos. 33.00

35 P & F surface / recesse mounting heavy duty

horizotal type sheet steel . Distribution board

phophatised / powder painted complete with

copper bus bar , shorting link , neutral link ,

earth link and din bar, conforming to 'IS13032

& IS8623 including making internal DB

terminations with copper lugs , testing etc. as

required . single door ( single phase ) 6 Way

2.00 Nos. 510.00 Nos. 1020.00

36 Providing and fixing 240/415 V MCB of braking

capacity not less than 10 KA (B/C/D tripping

characteristic) ISI marked IS

8828(1996)/conforming to IEC 60898 in existing

board/sheets including making connections etc.

as required.

Single Pole M.C.B.s of rating 6 A to 32 A group

1 3.00 Nos. 151.00 Nos. 453.00

Single Pole & neutral M.C.B. rating 6 A to 32 A

group 1 1.00 Nos. 401.00 Nos. 401.00

37 P & F double ball bearing capacitor'start ceiling

fan of approved make 'complete with

regulator and other accessories as

required. 1200 MM SWEEP 4.00 Nos. 1203.00 Nos. 4812.00

38 P & F strip type fluorscent tube fitting

fabricated from CRCA sheet 'stove enamelled

paint complete with accessories like copper

wound 'polyester /open construction (VPIT)

ballast, starter, starter seat, rotor holder,

terminal block duly prewired with copper

conductor including making connection,

testing etc. as required. (without tube) 1 X 36

Watts, Group - I

10.00 Nos. 321.00 Nos. 3210.00


39 P & F Fluorscent tube rod in existing 'fixtures as

required 'Flourscent powder coated 36/40 Watts

Group - I 10.00 Nos. 56.00 Nos. 560.00

40 P & F 16mm M.S. Fan clamps of standard shap

& size in RCC slab including cutting chase and

making good and paintings exposed portion at

the clamps complee in new roofs.

4.00 Nos. 51.00 Nos. 204.00

999557.79

10.0 LACS

Junior Engineer Assistant Engineer Executive Engineer

Nagar Nigam Nagar Nigam Nagar Nigam

Jodhpur Jodhpur Jodhpur

SAY

Total

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. UnitRate in

Rs.Amount

1

Earth work in excavation for roadway, including

trimming bottom and side slopes in accordance

with requirement of line, grades and cross



MoRT&H specification clause 301.In all type of

soil

540 cum 145 78300

2

Compacting original ground Loosening upto a

level of 500 mm below the subgrade level

watered, graded and compacted in layers by

vibratory roller 8-10 tonne to meet requirement of

table 300-2 for subgrade construction as per

MoRT&H specification clause 305.3.4.

540.00 cum 37.00 19980.00

3

Providing, laying, spreading and compacting of

granular sub-base by providing close graded

material (Table 400-1), spreading in uniform

layers with motor grader on prepared surface,

mixing by mix in place method with rotavator at

OMC, and compacting with vibratory roller to

achieve the desired density, complete as per

MoRT&H specification clause - 401 including all

material, labour, machinery, lighting, guarding

and maintenance of diversion. Grading - III

Material

162.00 cum 813.00 131706.00

4

Providing, laying, spreading (with paver finisher

only) and

compacting wet mix macadam (WMM) base

course comprising of

graded stone aggregate and granular material

conforming to

MORT&H specifications (Table 400-II) in layers

of equal compacted

thickness each consolidated, including pre-

mixing the material with

water at OMC in mechanical mixer (Pug Mill),

carriage of mixed

material by tippers to site, laying in uniform layers

in base course on

a well prepared sub-base/ base course and

compacting with power

vibratory-roller to achieve the desired density

complete as per


material, labour,


diversion.

324.00 cum 1360.00 440640.00

5

Providing and applying primer coat over prepared

surface of granular base with bitumen emulsion

as per IS : 8887 and approved quality @ 0.6

kg/sqm with the help of spray set fitted on

bitumen Container (boiler) after cleaning the

surface including removing of binding material

and other foreign matter with wire brushes and

small picks, sweeping with brooms or soft

brushes and finally dusting with old gunny bags

and compressed air to receive bituminous

treatment complete as per clause 502 of

MoRT&H specification including all material,

labour, machinery, lighting, guarding and

maintenance of diversion.

1890.00 sqm 20.00 37800.00

OFFICE OF THE NAGAR NIGAM, JODHPUR

Name of work:- Road restoration work Near veer teja mandir

situated on new pali road in ward no. 25

G-SCHEDULE

6

Providing and applying tack coat on the prepared

surface with bitumen emulsion as per IS: 8887

and approved quality @ 0.2 kg/sqm with the help

of spray set fitted on bitumen Container (boiler)

after cleaning the surface with brooms or soft

brushes and finally dusting with old gunny bags

and compressed air to receive

bituminous treatment complete as per clause 502

of MoRT&H specification including all material,



1926.00 sqm 7.00 13482.00

7

Carriage of Materials by mechanical transport

including loading, unloading andstacking ::Earth 540.00 cum 165.00 89100.00

8

Providing and laying 50-75 mm compacted thick

design mix

(approved by Engineer) Dense Bituminous

Macadam on prepared

surface with specified graded crushed

aggregates as per Table 500-

9, 500-10 with bitumen binder set (including cost

of anti-stripping

compound wherever required) for base/ binder

course including

loading of material with F.E. loader, heating and

mixing of stone

aggregate, filler and bitumen in computerised hot

mix plant,

transporting the mixed material by tippers to

paver and laying with

paver finisher fitted with electronic sensor control

as per clause

504.3.5 to the required level and grade,

compacting by power rollers

and vibratory rollers or 150 to 250 KN pneumatic

tyred roller with TP

= 0.7 Mpa to achieve the desired density

(approximately 2.3

tonne/cum) complete as per clause 507 of

MoRT&H specification

but excluding primer/tack coat, including all

material, labour,


diversion.

8.8.1 Grade-II with Bitumen VG-grade 30 @ 4.25

%, lime filler @ 2%

108.00 cum 6320.00 682560.00

9

Providing laying and consolidation Semi Dense

Bituminous Concrete, as per Design Mix

(approved by Engineer), on prepared surface

with specified graded crushed aggregates as per

table 500- 15 for wearing coarse including

loading of material with F.E. loader, hot mixing of

stone aggregate, filler and bitumen (including

cost of anti-stripping compound wherever

required) heating and mixing in in computerised

hot mix plant, transporting the mixed material by

tippers to paver and laying with paver finisher

fitted with electronic sensor control to the

required level and grade, compacting by power

rollers and vibratory rollers or 150 to 250 KN

pneumatic tyred roller with TP = 0.7 Mpa, to

achieve the desired density (approximately 2.3

tonne/cum) complete as per clause 508 of



maintenance of diversion but excluding

primer/tack coat. 35-40 mm compacted thickness

(Grade-1) using Bitumen VG-grade 30 @ 4.5%

(percent by weight of total mix)

84.00 cum 6300.00 529200.00

10

Supplying & fixing 560mm dia SFRC manhole

frame & cover as per IS : 12592-2002 in existing

manholes including grouting the frame in PCC M-

15 complete in all respect as directed by the

Engineer. HD-20

3.00 each 2400.00 7200.00

11

Providing and laying marking of center line and

stop line etc with hot thermoplastic compound

2.5 mm thick on road/ plain surface, including

reflectorising glass beads @ 250 gms per sqm

area with special applicator machine, as per

IRC:35 including cleaning the surface of all dirt,

dust and other foreign matter, demarcation at site

and traffic control involved. The finished surface

to be level, uniform and free from streaks and

holes as per clause 803 of MoRT&H

Specification including all material, labour,


diversion.

30.00 sqm 382.00 11460.00

2041428.00

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Name _______________


EXECUTIVE ENGINEER

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. Unit Rate in Rs. Amount

1Dismantling of flexible pavements and disposal of dismantled

materials up to a lead of 50 metres as directed by Engineer.a Bituminous courses 70.00 cum 296.00 20720.00

b Granular courses 210.00 cum 206.00 43260.00

2

Earth work for Sewer line and Manhole in excavation in

foundation, trenches manholes, road side chambers etc.

including dressing of

sides and ramming of bottoms, including getting out the

excavated material, refilling after laying pipe/ foundation and

disposal of surplus excavated material at a lead upto 50m

suitable site as per direction of Engineer for following depths,

below natural ground / Road top level including allowances for

any additional excavation beyond the drawings (measurement

for payment to be as per standard drawings), re-handling of

material/earth to complete the task. In all types soils/ saturated

soil such as moorum, sand, sandy silt, clay, black cotton soil,

kankar, etc. Depth upto 1.5 m

3963.00 cum 197.00 780711.00

aAdd extra for over all depth of excavation above 1.5 m and upto

3.0 m over item no 17.1.1.1 1298.00 cum 14.00 18172.00

3

Providing and fixing Barricading at site of work for restricting the

general public using 80-100 mm dia Wooden Ballies as vertical

post with average spacing of 1.80 meter between two vertical

posts, having height at least 1.5 m above road/ ground level and

at least 30-45 cm below road/ ground level by making suitable

size hole in road/ ground, providing and fixing two rows of 80-

100 mm Wooden Ballies as horizontal members with jute

russies. Both vertical and horizontal members shall be painted

in red and white colour strips as per approved pattern as and

when it becomes shabby but at least

after every alternate shifting at new location. After shifting/

removal of barricading holes shall be filled up properly and site

is to be

cleared in all respect. (Note: measurement is to be done in linear

basis)

3000.00 mtr 84.00 252000.00

OFFICE OF THE NAGAR NIGAM, JODHPURG-SCHEDULE

Name of work:- Sewer line work at transport nagar in w.no.25

PART (A)

4

(a) Water mains: Alignment using appropriate techniques and it's

attributes depth of laying, diameter and material and location of

pipe/

appurtenances/ meters.

(b) Location of manholes and alignment of sewers.

(c) Road levels at every intersections or 50 meters whichever is

less.

(d) Present condition of available services. Beyond 2 km and

upto 5 Km

2.00 km 10380.00 20760.00

5

Providing at site, lowering & laying in trenches, aligning & jointing

of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended

up to

date) marked and pipes from 300 mm and upto 1800 mm

manufactured through vertical casting process at all depths with

Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382

(including cost of Rubber gaskets, lubricants) as per drawing,

sectional hydro testing of the sewer pipe line (including cost and

conveyance of water to site for testing) etc., complete as per

specification and / or as directed by Engineer.

Note : E/w to be measured and paid separately

a 250 mm internal diameter 1000.00 mtr 804.00 804000.00

b 300 mm internal diameter 800.00 mtr 1060.00 848000.00

6

Providing granular bedding having width = outer dia of pipe (Bc)

+ 500mm, thickness below pipe = 0.25Bc or 100mm (whichever

is

higher) and haunching = 0.5Bc, with graded hard crusher broken

stone of 100% passing through 20mm sheive, 20 to 50 %

passing

through 10mm sheive and 100 % retain on 6.3mm sheive, laying

in

layers of thickness 10/15cm including ramming, consolidation etc

complete for all type of pipes of following sizes as per drawing

and

or as directed by Engineer.

a250 mm internal diameter

1000.00 mtr 149.00 149000.00

b 300 mm internal diameter 742.00 mtr 170.00 126140.00

7

Providing and constructing of RR stone masonry circular

manholes of "Type-A" with internal dia 0.90m and depth upto

1.65m having 300mm thick RR stone masonry wall in cement

sand mortar 1:4, including concreting PCC M-10 grade (1:4:8)

for 225mm thick

foundation including curing compaction and form work etc

complete, PCC M15 for benching and channel portion, RCC

M20 for 200mm thick cover slab including reinforcement, PCC

M20 for fixing the

manhole frame and cover using stone aggregate 20mm nominal

size, 20mm thick inside and outside plaster in C. M. 1:3, inside

plaster finished with floating coat of neat cement, vata in CM1:1

around pipe entering and leaving the manhole and also at the

junction of masonry and concrete slab, providing and fixing of

SFRC foot steps of approved make at every 0.30m height fixed

in CM 1:3, supplying and fixing heavy duty SFRC manhole

frame and cover as per IS 12592 (Part I and II) having clear

opening of 560mm, including refilling of Jhiri, including curing,

watering, ramming, hydro testing of manhole, conveyance & cost

of water, and dewatering complete as directed by the Engineer.

Note:- Excavation of earth work and road cutting for manhole will

be measured and paid separately. Manhole "TypeA" of depth

090 m

70.00 each 12500.00 875000.00

a

Providing and constructing extra depth of manhole "Type-A" for

depth beyond 0.90 m and upto 1.65 m with RR stone masonary

including 20mm plaster inside and outside as per drawing and

direction of Engineer.

18.00 mtr 6430.00 115740.00

8

Providing and constructing of RR stone masonry circular

manholes of "Type-B" with internal dia 1.20m and depth upto

2.50m having RR stone masonry wall 300 thick upto 1.5m,

450mm thick from 1.50m to 2.50m in cement sand mortar 1:4,

including concreting PCC M-10 grade (1:4:8) for 225mm thick

foundation including curing compaction and form work etc

complete, PCC M15 for benching and channel portion, RCC

M20 for 200mm thick cover slab including reinforcement, PCC

M20 for fixing the manhole frame and cover using stone

aggregate 20mm nominal size, 20mm thick inside and outside

plaster in C. M. 1:3, inside plaster finished with floating coat of

neat cement, vata in CM1:1 around pipe entering and leaving the

manhole and also at the junction of masonry and concrete slab,

providing and fixing of SFRC foot steps of approved make at

every 0.30m height fixed in CM 1:3, supplying and fixing heavy

duty SFRC manhole frame and cover as per IS 12592 (Part I and

II) having clear opening of 560mm, including refilling of Jhiri,

including curing, watering, ramming, hydro testing of manhole,

conveyance & cost of water, and dewatering complete as

directed by the Engineer.

Note:- Excavation of earth work and road cutting for manhole will

be measured and paid separately.

17.40.1 Manhole "Type-B" of depth 1.70 m

55.00 no 23500.00 1292500

a

Providing and constructing extra depth of manhole "Type-B" for

depth beyond 1.70 m and upto 2.50 m with RR stone masonry

including 20mm plaster inside and outside as per drawing and

direction of Engineer

18.00 mtr 9020.00 162360.00

9

Providing at site, lowering & laying in trenches, aligning & jointing

of PVC-U pipes (SN 8) as per IS 15328 (amended up to date)

and as per specifications with rubber rings with socket and

spigot joint, (EPDM/SBR) for all depths for pipe length as per

drawing and specification including hydraulic field testing

(including the cost and conveyance of water to site for testing)

and commissioning etc complete as directed by Engineer. Note :

E/w to be measured and paid separately. 160 mm Nominal Dia

150.00 mtr 510.00 76500.00

10Random rubble masonry with hard stone in foundation and plinth

: Cement mortar 1:6 (1 cement : 6 coarse sand) 20.00 cum 3190.00 63800.00

11

Supplying and fixing Soorsagar Bhura or Equivalent

ashlar sills, lintels and dassa, bearing, bed & top surface

made perfenctly even, jambs, skirting steps etc. rough

dressed: upto 15 cm thick

3.00 cum 4475.00 13425.00

12

Providing and laying in position cement concrete of specified

grade excluding the cost of centring and shuttering - All work

upto plinth level :

a1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate

40 mm nominal size). 12.00 cum 3360.00 40320.00

b1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate

20 mm nominal size).10.00 cum 4700.00 47000.00

13

Providing and erecting direction and place identification

retroreflectorised sign as per IRC:67 made of encapsulated lens

type reflective sheeting vide clause 801.3, fixed over aluminium

sheeting, 2 mm thick framed to angle iron 40x40x5mm with area

not exceeding 0.9 sqm supported on a mild steel single angle

iron post 75 x 75 x 6 mm firmly fixed to the ground by means of

properly designed foundation with M15 grade cement concrete

45 x 45 x 60 cm, 60 cm below ground level as per approved

drawing including all

material, labour.

1.00 sqm 8470.00 8470.00

14Carriage of materials by mechanical transport including loading

unloading and stacking 3 km sand bazri ballast kankar2000.00 cum 109.00 218000.00

5975878.00







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9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A

EXECUTIVE ENGINEER


I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.

Name _______________

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. Unit Rate In Rs. Amount

1 Earth work in excavation for roadway, including

trimming bottom and side slopes in accordance with

requirement of line, grades and cross sections, including

disposal of surplus material with all lift and lead upto

1000 metre as per MoRT&H specification clause 301.In

all type of soil 40.00 Cum. 145.00 5800.00

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centring and

shuttering - All work upto plinth level :1:4:8 (1 Cement :

4 fine/ coarse sand : 8 graded stone aggregate 40

mm nominal size). 18.00 Cum. 3360.00 60480.00

3Random rubble masonry with hard stone in foundation

and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 5.00 Cum. 3190.00 15950.00

4 Random rubble masonry with hard stone in

superstructure above plinth level and upto two stories.

Cement mortar 1:6 (1 cement : 6 coarse sand) 10.00 Cum. 3812.00 38120.00

5Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4

graded 20mm nominal size stone aggregate) finished with a

floating coat of neat cement including cement slurry, but

excluding the cost of nosing of steps etc. complete.75mm thick100.00 Sqm. 548.00 54800.00

6Steel work welded in built up sections/ framed work

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using

structural steel etc. as required.In gratings, frames, guard

bar, ladder, railings, brackets, gates and similar works.1400.00 kg 87.50 122500.00

7 Pointing on stone work with cement mortar 1:3 (1 cement

: 3 fine sand) : Flush/ Ruled pointing 600.00 Sqm. 141.00 84600.00

OFFICE OF NAGAR NIGAM, JODHPUROFFICE OF NAGAR NIGAM, JODHPUROFFICE OF NAGAR NIGAM, JODHPUROFFICE OF NAGAR NIGAM, JODHPUR

Name of work: Development work in panchwati park and karni baag park in w.no.28.

G-SCHEDULEG-SCHEDULEG-SCHEDULEG-SCHEDULE

8 White washing with lime to give an even shade: New

work (three or more coats) 800.00 Sqm. 16.00 12800.00

9 Painting with synthetic enamel paint of approved brand

and manufacture to give an even shade : Two or more

coats on new work 200.00 Sqm. 69.00 13800.00

10 Cement plastering including T&P, scaffolding, material

and complete labpour, including cost of water, curing,

racking of joints etc. with 20 mm cement plaster of mix :

1:4 (1 cement : 4 fine/ coarse sand) 125.00 Sqm. 210.00 26250.00

11 Supply & Stacking good earth at site complete including

loading unloading and transportation etc. 80.00 Cum. 125.00 10000.00

12 Chequerred precast cement concrete tiles 22 mm thick in

footpath &courtyard jointed with neat cement slurry 20.00 Sqm. 689.00 13780.00

13 Supply & installation of precoated galvanized iron profile

sheets size, shape and pitch of corrugation as approved

by Engineer-in charge) 0.50 mm +/- 5% total coated

thickness (TCT), Zinc coating 120gsm as per IS: 277 in 170.00 Sqm. 547.00 92990.00

TOTAL (A) 551870.00

1

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6.00 no.

2P&F Precast cement concrete Kangura of size 61x30x4

cm.including Earth work and fixing jointing with cement 200.00 mtr.

H-SCHEDULE


EXECUTIVE ENGINEER


I/We hereby agree to do the above work @ __________ Above/below the "G"

Schedule.

Name _______________




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NIT No. ………….. date …………… Sr No. ……..




S noitem no. Item Qty Unit Rate Amount

1 4.2.1 Earth work in excavation for roadway, including trimming

bottom and side slopes in accordance with requirement

of line, grades and cross sections, including disposal of

surplus material with all lift and lead upto 1000 metre as

per MoRT&H specification clause 301. In all type of soil

150 Cum 145.0 21750

2 7.5.4 Providing laying, spreading and compacting stone

aggregates of specific sizes as per Table 400-7 to Water

Bound Macadam specification including spreading in

uniform thickness; hand packing,

rolling with power roller 8-10 tonnes, in stages to proper

grade and camber, applying and brooming requisite type

of screening (Table 400-8) binding materials to fill up the

interstices of coarse

aggregates, watering (with water browser) and

compacting to required density, making necessary

earthen bund to protect edges as per clause 404 of


labour, machinery, lighting, guarding and maintenance of

diversion complete.Crusher broken - Grade-III (53-

22.4mm)45 Cum 1400.0 63000

3 7.6 Providing, laying, spreading (with paver finisher only)

and compacting wet mix macadam (WMM) base

course comprising of graded stone aggregate and

granular material conforming to

MORT&H specifications (Table 400-II) in layers of

equal compacted thickness each consolidated,

including pre-mixing the material with water at OMC

in mechanical mixer (Pug Mill), carriage of mixed

material by tippers to site, laying in uniform layers in

base course on a well prepared sub-base/ base

course and compacting with power vibratory-roller to

achieve the desired density complete as per


material, labour,machinery, lighting, guarding and


80 Cum 1360.0 108800

4 8.1 Providing and applying primer coat over prepared

surface of granular base with bitumen emulsion as

per IS : 8887 and approved quality @ 0.6 kg/sqm

with the help of spray set fitted on bitumen Container

(boiler) after cleaning the surface including removing

of binding material and other foreign matter with wire

brushes and small picks, sweeping with brooms or

soft brushes and finally dusting with old gunny bags

and compressed air to receive bituminous treatment

complete as per clause 502 of MoRT&H specification

including all material, labour, machinery, lighting,

guarding and maintenance of diversion.

450 sqm 20.0 9000

5 8.3 Providing and applying tack coat on the prepared

surface with bitumen emulsion as per IS: 8887 and

approved quality @ 0.2

kg/sqm with the help of spray set fitted on bitumen

Container (boiler)after cleaning the surface with

brooms or soft brushes and finally dusting with old

gunny bags and compressed air to receive

bituminous treatment complete as per clause 502 of

MoRT&H specification including all material, labour,


diversion.

5000 sqm 7.0 35000

MUNICIPAL CORPORATION, JODHPUR

G-SCHEDULE

Name of Work-Recarpeting work surrounding area of nagar nigam office campus.

6 8.5.2 Providing and laying bituminous macadam in 50/75

mm compacted thickness on prepared surface with

specified graded crushed stone aggregates as per

Table 500-4, Grading-II for base/ binding course,

loading of aggregate with F.E. loader, heating and

mixing of stone aggregate and bitumen in

computerised hot mix plant, transported to site by

tippers to paver, laid over a previously prepared

surface with paver finisher fitted with electronic

sensing device to the required grade, level and

alignment and rolling with power roller and vibratory

compactor as per clauses 501.6 and 501.7 to

achieve the desired compaction complete as per

clause 504 of MoRT&H specification and including all

material, labour, machinery, lighting, guarding and

maintenance of diversion but excluding cost of

primer/ tack coat. With Bitumen VG-grade 30 @

3.4% (percentage by weight of total mix)

150 Cum 4840.0 726000

7 8.12 Providing and laying open graded premix carpet

20mm thick (compacted), on prepared surface in a

single course as wearing

course, composed of specified graded crushed stone

aggregate as per Table 500-23, premixed with

bituminous binder @ 14.60 kg/ 10sqm (including cost

of anti-stripping compound wherever required),

including loading of material with F.E. loader, hot

mixing of stone aggregate and bitumen in

computerised hot mix plant, transporting the mixed

material by tippers to paver and laying with paver

finisher fitted with electronic sensor control to the

required level and grade, compacting smooth

wheeled roller 8-10 tonne capacity and finishing to

required level to achieve the desired density as per

clause 511 of MoRT&H specification including all

material, labour, machinery, lighting, guarding and

maintenance of diversion but excluding cost of tack

coat/ seal coat. With Bitumen VG-grade 30

5000 sqm 94.0 470000

8 8.15 Providing and applying premixed seal coat Type "B"

comprising of thin application of fine aggregate 0.06

cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/

10 Sqm (including cost of anti-stripping compound

wherever required) laying with paver finisher with

electronic sensor control and rolling with power roller

8-10 tonne complete as per clause 513 of MoRT&H

specification including all material, labour,


diversion. With Bitumen VG-grade 30

5000.00 sqm 38.0 190000

9 Carriage of Materials by mechanical transport

including loading, unloading andstacking ::Earth 5 km

150.00 Cum 165.0 24750

TOTAL 1538800







7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A


10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A

EXECUTIVE ENGINEER


Name _______________

I/We hereby agree to do the above work @ ___________ Above/below the

"G" Schedule.

NIT No. ………….. date …………… Sr No. ……..




S.No. Particulars Qty. Unit Rate Amount

1Earth work in excavation for roadway, including trimming

bottom and side slopes in accordance with requirement of

line, grades and cross sections, including disposal of

surplus material with all lift and lead upto 1000 metre as

per MoRT&H specification clause 301.In all type of soil350.00 Cum. 145.00 50750.00

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centring and

shuttering - All work upto plinth level :1:4:8 (1 Cement : 4

fine/ coarse sand : 8 graded stone aggregate 40

mm nominal size). 160.00 Cum 3360.00 537600.00

3 Providing and fixing of precast concrete interlocking tiles

of desired shape of M 30 grade manufactured from fully

computerized automatic stationery hydraulic viebro

pressed machine and fully computerized automatic

batching plant of class A1/A2 as per BS

6717:2001. The CC interlocking paving blocks be laid on

average 50mm. thick bed of coarse sand and the joint is

to be filled with fine sand. Laying procedure on

compacted sub-base as defined. Complete job is to be

executed as per the instruction of Engineer incharge. The

rates to be inclusive of all lead & Lifts etc. complete as

per specifications. Tensile splitting strength, abrasion and

brakingload etc. as per BS 6717:2001, Grey cement. 80

mm thick 1600.00 Sqm 578.00 924800.00

4 Providing and fixing precast cement concrete M-20 grade

(Using mechanical Concrete Mixer) kerb stone top and

bottom width 115 and 165 mm respectively, 250 mm high

on 150 mm thick PCC M-10 grade foundation as per

design, including fixing at site as per clause 408 of

MoRT&H Specification including all material, labour,


diversion. 400.00 mtr 254.00 101600.00

5 Cement plastering including T&P, scaffolding, material

and complete labpour, including cost of water, curing,

racking of joints etc. with 20 mm cement plaster of mix :

1:4 (1 cement : 4 fine/ coarse sand) 100.00 Sqm 210 21000.00

6 Pointing on stone work with cement mortar 1:3 (1 cement

: 3 fine sand) : Flush/ Ruled pointing 100.00 Sqm 141.00 14100.00

7 Painting with synthetic enamel paint of approved brand

and manufacture to give an even shade : Two or more

coats on new work 100.00 Sqm 69.00 6900.00

8 Steel work welded in built up sections/ framed work

including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer using structural

steel etc. as required.In gratings, frames, guard bar,

ladder, railings, brackets, gates and similar works. 100.00 kg 87.50 8750.00

9 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand

: 4 graded 20mm nominal size stone aggregate) finished

with a floating coat of neat cement including cement

slurry, but excluding the cost of nosing of steps etc.

complete.75mm thick 100.00 Sqm 548.00 54800.00

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR

G-SCHEDULE

Name of work : Development work at Dayanand Park and various places in w.no.26.


10White washing with lime to give an even shade: New

work (three or more coats)500.00 Sqm 16.00 8000.00

TOTAL 1728300.00

1 Lvsuysl LVhy ikbi ls fufeZr cSUpks dh vkiwfrZ fofHkUuLfkkuksa esa fQfDlax djukA Lvsuysl LVhy ikbZi ls cuhcSUp ftldk vkdkj 1-58 ehVj yEckbZ esa X 0.55 ehVj pkSM+kbZ esa lhV X 0.42 ehVj mapkbZ esa ihNs dh lhVrFkk cSUp Hkw&ry ls mapkbZ 0-38 ehVj gksxhA cSUpLVsuysl LVhy ds vk;rkdkj ikbZi ¼lkbZt 19 fe-eh- x 45 fe-eh- 20 xst eksVkbZ½ esa Ýse rFkk cSBus dh lhV oihNs cSd lhV gsrq LVsuysl LVhy ds 24 ux oxkZdkjikbZi ¼lkbZt 19 fe-eh- x 19 fe-eh- 20 xst eksVkbZ½ lsfufeZr fd;k tkrk gSA cSUpksa dh Hkw&ry ls 15 lseh uhpslhesaV dkaØhV ¼1%2%4½ ds CykWDl ¼lkbZt 30 lseh- x 30lseh x 30 lseh½ esa fQDl fd;s tk;sxsA dk;Z fn;s x;sMªkbZax] fMtkbZu rFkk baftfuvj bUpktZ ds fn'kk funsZ'k,oa ns[kjs[k esa fd;k tk;sxkA

4.00 Nos




7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A

H-SCHEDULE






I/We hereby agree to do the above work @ ___________ Above/below the

"G" Schedule.

8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A

EXECUTIVE ENGINEER



Name _______________

NIT No. ………….. date …………… Sr No. ……..




S no item no. Item Qty Unit Rate Amount

1 4.2.1 Earth work in excavation for roadway,

including trimming bottom and side slopes in

accordance with requirement of line, grades

and cross



MoRT&H specification clause 301. In all type

of soil

1000 cum 145 145000

2 2.15 Removal of telephone / Electric poles including

excavation and dismantling of foundation

concrete and lines under the supervision of

concerned department, disposal with all lifts

and up to a lead of

1000 metres and stacking the serviceable and

unserviceable material separately as per

MoRT&H specification clause 202. 30 each 200 6000

3 21.1.7 Providing and laying in position cement

concrete of specified grade excluding the cost

of centring and shuttering - All work upto plinth

level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8

graded stone aggregate 40 mm nominal size).

345 cum 3360 1159200

4 9.11 Providing and fixing of 60mm thick precast

cement concrete interlocking paver block

casted with rubber moulds in approved

reflective colour and design having minimun

compressive strength of

300 kg/ sq cm. The CC paving blocks be laid

on average 50mm thick bed of coarse sand

and the joint is to be filled with fine sand.

Laying procedure on compacted sub-base as

defined. Complete job

is to be executed as per the instruction of

Engineer incharge. The rates to be inclusive of

all lead & Lifts etc. complete as per

specifications. 3300 sqm 641 2115300

5 10.1 Providing and fixing precast cement concrete

M-20 grade (Using mechanical Concrete

Mixer) kerb stone top and bottom width 115

and 165 mm respectively, 250 mm high on

150 mm thick PCC M-10 grade foundation as

per design, including fixing at site as per

clause 408 of MoRT&H Specification including

all material, labour, machinery, lighting,

guarding and maintenance of diversion

700 mtr 254 177800

6 25.1.1 Random rubble masonry with hard stone in

foundation and plinth :Cement mortar 1:6 (1

cement : 6 coarse sand)25 cum 3190 79750

JODHPUR NAGAR NIGAM

G-SCHEDULE

Name of Work- DEVELOPMENT WORK NEAR OFFICE BUILDING NAGAR NIGAM JODHPUR

7 25.2 random rubble masonry with hard stone in

superstructure above plinth level and upto two

stories.:Cement mortar 1:6 (1 cement : 6

coarse sand) 25 cum 3812 95300

29.26.2 Steel work welded in built up sections/ framed

work including cutting,hoisting, fixing in

position and applying a priming coat of

approved

steel primer using structural steel etc. as

required.In gratings, frames, guard bar, ladder,

railings, brackets, gates and

similar works. 1500 KG 87.5 131250

10.8 Providing and laying marking of center line

and stop line etc with hot thermoplastic

compound 2.5 mm thick on road/ plain

surface, including reflectorising glass beads @

250 gms per sqm area with

special applicator machine, as per IRC:35

including cleaning the surface of all dirt, dust

and other foreign matter, demarcation at site

and traffic control involved. The finished

surface to be level, uniform and free from

streaks and holes as per clause 803 of

MoRT&H Specification including all material,



30 sqm 382 11460

8 25.12.2.2 Stone work in plain ashlar in super structure

upto floor five level in cement mortar 1:6 (1

cement : 6 coarse sand) including pointing with

cement mortar 1:2 (1 white cement : 2 stone

dust) with an

admixture of pigment matching the stone

shade :Both face dressed.White sand stone

10.00 cum 37800 378000

9 32.3.3 Cement plastering including T&P, scaffolding,

material and complete labpour, including cost

of water, curing, racking of joints etc. with 20

mm cement plaster of mix :1:6 (1 cement : 6

fine/ coarse sand)

50.00 sqm 192.00 9600

10 32.23 Raised and cut pointing on stone work in white

cement mortar 1:3 (1white cement : 3 marble

dust)50 sqm 277.00 13850

11 30.3.1 Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded 20mm nominal size stone

aggregate) finished with a floating coat of

neat cement including cement slurry, but

excluding the cost of nosing of steps etc.

complete. 40mm thick

30 sqm 292.00 8760

12 32.50.1 Painting with synthetic enamel paint of approved

brand and manufacture to give an even shade :

Two or more coats on new work

100 sqm 69.00 6900

13 32.22.2 Pointing on stone work with cement mortar 1:3

(1 cement : 3 finesand) :Raised and cut

pointing 50.00 sqm 260.00 13000

TOTAL 4351170




Name _______________


EXECUTIVE ENGINEER








NIT No. ………….. date …………… Sr No. ……..




S no item no. Item Qty Unit Rate Amount

1 32.3.3 Cement plastering including T&P, scaffolding,

material and complete labpour, including cost

of water, curing, racking of joints etc. with 20

mm cement plaster of mix :1:6 (1 cement : 6

fine/ coarse sand)300 sqm 192 57600

2 32.15 Providing and applying plaster of paris putty of

2 mm thickness over plastered surface to

prepare the surface even and smooth complete

2000 sqm 126 252000

3 32.23 Raised and cut pointing on stone work in white

cement mortar 1:3 (1white cement : 3 marble

dust) 500 sqm 277 138500

4 32.22.2 Pointing on stone work with cement mortar 1:3

(1 cement : 3 finesand) :Raised and cut

pointing 300 sqm 260 78000

5 33.1 Repairs to plaster of thickness 12mm to 20mm

in patches of area 2.5 sq. metres and under

including cutting the patch in proper shape,

raking out joints and preparing and plastering

the surface of the walls complete including

disposal of rubbish to the dumping ground

within 50metres lead : With cement mortar 1:4

(1 cement : 4 fine sand)300 sqm 234 70200

6 33.42 White washing with lime to give an even shade

:Old work (two or more coats) 1000 sqm 9.5 9500

8 33.45.1 Distempering with oil bound washable

distemper of approved brand and manufacture

to give an even shade : Old work (one or more

coats)20000.00 sqm 29 580000

9 33.64.1 Finishing walls with water proofing cement paint

of required shade :Old work (one or more coats

applied @ 2.20 kg/10 sqm) over priming coat of

primer applied @ 0.80 litrs/10 sqm complete

including cost of Priming coat. 4500.00 sqm 53.00 238500

10 32.37.2 Painting wood work with Deluxe Multi Surface

Paint of required shade. Two or more coat

applied @0.90 ltr/10 sqm over an undercoat of

primer applied @0.75 ltr/ 10 sqm of approved

brand or manufacture800 sqm 83.00 66400

11 32.37.3 Painting Steel work with Deluxe Multi Surface

Paint to give an even shade. Two or more coat

applied @0.90 ltr/10 sqm over an under coat of

primer applied @ 0.80 ltr/ 10 sqm of approved

brand or manufacture 500.00 sqm 82.50 41250

12 33.54.1 Painting with synthetic enamel paint of

approved brand and manufacture of required

colour to give an even shade : One or more

coats on old work. 1500.00 sqm 48.00 72000

13 33.69.2 Varnishing with varnish of approved brand and

manufacture:One or more coats with spar

varnish. 500.00 sqm 45.00 22500

JODHPUR NAGAR NIGAM

G-SCHEDULE

Name of Work- PAINTING AND MISCELLANEOUS REPAIRING WORK OF OFFICE BUILDING NAGAR

NIGAM JODHPUR

14 33.58 French spirit polishing :One or more coats on

old work. 500.00 sqm 108.00 54000

15 33.59.1 Polishing on wood work with ready mixed wax

polish of approvedbrand and manufacture : Old

work 500.00 sqm 44.50 22250

16 33.53.1 Wall painting with plastic emulsion paint of

approved brand and manufacture to give an

even shade :One or more coats on old work. 30000.00 sqm 51.5 1545000

18 33.43 Removing white or colour wash by scrapping

and sand papering and preparing the surface

smooth including necessary repairs to

scratches etc. complete 500.00 sqm 7.5 3750

19 33.46 Removing dry or oil bound distemper, water

proofing cement paint and the like by

scrapping, sand papering and preparing the

surface smooth including necessary repairs to

scratches etc. complete. 300.00 sqm 9.5 2850

21 26.1.3.3 Stone work (machine cut edges) for wall lining etc.

(veneer work) backing filled with a grout of 12mm

thick cement mortar 1:3 (1 cement : 3 coarse sand)

including pointing in white cement mortar 1:2 (1

white cement : 2 stone dust) with an admixture of

pigment matching the stone shade : (To be secured

to the backing by means of cramps which shall be

paid for separately) : (a)White

sand stone - Exposed face machine cut and table

rubbed with rough backing.50 mm thick.50 sqm 1450.00 72500

21 A 26.1.4.3 (b)White sand stone - Exposed face fine dressed

with rough backing.50 mm thick.50 sqm 1450.00 72500

22 33.72 Providing and fixing double scaffolding system (cup

lock type) on the exterior side, upto seven story

height made with 40mm dia. M.S. tube 1.5 m centre

to centre horizontal & vertical tubes joining with cup

& lock system with M.S. tubes, M.S. tube challies,

M.S. clamps and M.S. staircase system in the

scaffolding for working platform etc. and

maintaining it in a serviceable condition for the

required duration as approved and removing it

there after .The scaffolding system shall be stiffened

with bracings, runners, connection with the building

etc wherever required for inspection of work at

required locations with essential safety features for

the workmen etc. complete as per directions and

approval of Engineer-in-charge .The elevational area

of the scaffolding shall be measured for payment

purpose .The payment will be made once

irrespective of duration of scaffolding. (To be used

for maintenance work judicially . necessary

deduction for scaffolding in the existing item to be

done.)5500 sqm 130.00 715000

23 33.5.2 Renewing glass panes, with putty and nails

wherever necessary:Float glass panes of thickness

5.5 mm 100 sqm 877.00 87700

24 30.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded 20mm nominal size stone

aggregate) finished with a floating coat of

neat cement including cement slurry, but excluding

the cost of nosing of steps etc. complete. 40mm

thick100 sqm 292.00 29200

25 27.12 Providing and fixing 1st quality MAT finished

ceremic tile size 300x300mm confirming to IS :

13755 and IS : 15622 colour such as white, grey,

ivory, fume red brown, light green, light blue and

other light shades in floors, steps, pillars etc. laid on

a bed of neat cement slurry finished with flush

pointing in the white cement mixed with pigment

to match the shade of the tile complete (including

the cost of cement mortar bed 1:4).100 sqm 660.00 66000

26 34.12.6 Providing and fixing G.I. pipes complete with G.I.

fittings including trenching and refilling etc.

External work :50 mm dia. nominal bore

70 mtr 416.00 29120

TOTAL 4326320









EXECUTIVE ENGINEER


I/We hereby agree to do the above work @ ___________ Above/below

Name _______________

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